8-MW wind turbine tower computational shell buckling benchmark. Part 2: Detailed reference solution

Author:

Sadowski Adam J.,Seidel Marc

Publisher

Elsevier BV

Subject

General Engineering,General Materials Science

Reference37 articles.

1. ECCS EDR5#2 (2013) “Buckling of steel shells – European Design Recommendations” 5th Edition, 2nd Impression, Eds J.M. Rotter & H. Schmidt, European Convention for Constructional Steelwork, ECCS, Brussels.

2. EN 1993-1-6 (2007) “Eurocode 3: Design of Steel Structures, Part 1-6: Strength and Stability of Steel Structures” Commité Européen de Normalisation, CEN, Brussels.

3. ENV 1993-1-6 (1999) “Eurocode 3: Design of steel structures, Part 1-6: General rules – Supplementary rules for the strength and stability of shell structures” Comité Européen de Normalisation, CEN, Brussels.

4. On the existing test dataset of isotropic cylindrical metal shells and the design of modern metal civil engineering shells;Sadowski;Struct. Saf.,2022

5. Arbocz J. & Abramovich H. (1979) “The initial imperfection data bank at the Delft University of Technology. Part I.” Technical Report No. LR-290, Delft University of Technology.

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